CuriousTab
Search
CuriousTab
Home
Aptitude
Computer
C Programming
C# Programming
C++ Programming
Database
Java Programming
Networking
Engineering
Biochemical Engineering
Biochemistry
Biotechnology
Chemical Engineering
Civil Engineering
Computer Science
Digital Electronics
Electrical Engineering
Electronics
Electronics and Communication Engineering
Mechanical Engineering
Microbiology
Technical Drawing
GK
Current Affairs
General Knowledge
Reasoning
Data Interpretation
Logical Reasoning
Non Verbal Reasoning
Verbal Ability
Verbal Reasoning
Exams
AIEEE
Bank Exams
CAT
GATE
IIT JEE
TOEFL
Jobs
Analyst
Bank PO
Database Administrator
IT Trainer
Network Engineer
Project Manager
Software Architect
Discussion
Home
‣
Civil Engineering
‣
Waste Water Engineering
Comments
Question
The water carried sewerage system removes
Options
A. domestic sewage
B. industrial sewage
C. storm sewage
D. all the above.
Correct Answer
all the above.
Waste Water Engineering problems
Search Results
1. Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for
Options
A. unexpected large scale infiltration of stream water
B. unexpected increase in the population
C. under estimates of maximum and average flows
D. All of the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: All of the above.
2. The spacing of bars of perforations of fine screens used for the treatment of sewage, is
Options
A. 2 to 3 mm
B. 3 to 5 mm
C. 5 to 8 mm
D. 8 to 10 mm.
Show Answer
Scratch Pad
Discuss
Correct Answer: 2 to 3 mm
3. The self-cleansing velocity of water flowing through pipe lines, is
Options
A. 2 metres/sec
B. 1 metre/sec
C. 0.5 metre/sec
D. 0.25 metre/sec.
Show Answer
Scratch Pad
Discuss
Correct Answer: 2 metres/sec
4. The sludge does not contain waste water from
Options
A. bath rooms
B. wash basins
C. kitchen sinks
D. toilets.
Show Answer
Scratch Pad
Discuss
Correct Answer: toilets.
5. The maximum spacing of manholes specified by Indian standard in sewers upto 0.3 m diameter is
Options
A. 20 m
B. 30 m
C. 45 m
D. 75 m.
Show Answer
Scratch Pad
Discuss
Correct Answer: 45 m
6. The design period in years for pumping plants, is
Options
A. 1
B. 2 to 3
C. 3 to 5
D. 5 to 10
Show Answer
Scratch Pad
Discuss
Correct Answer: 5 to 10
7. The Chezy's constant
C
in the formula
V
=
C
rs
depends upon
Options
A. size of the sewer
B. shape of the sewer
C. roughness of sewer surface
D. hydraulic characteristics of sewer
E. all the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: all the above.
8. Water content of sewage is about
Options
A. 90%
B. 95%
C. 99%
D. 9.9%.
Show Answer
Scratch Pad
Discuss
Correct Answer: 9.9%.
9. For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed
Options
A. 1.5
B. 2.0
C. 2.5
D. 3.0
E. 3.5
Show Answer
Scratch Pad
Discuss
Correct Answer: 1.5
10. Afive day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is
Options
A. 100
B. 1000
C. 5000
D. 10000
Show Answer
Scratch Pad
Discuss
Correct Answer: 10000
Comments
There are no comments.
Enter a new Comment
Save
More in Civil Engineering:
Advanced Surveying
Airport Engineering
Applied Mechanics
Building Construction
Building Materials
Concrete Technology
Construction Management
Docks and Harbours
Elements of Remote Sensing
Engineering Economy
Estimating and Costing
GATE Exam Questions
Highway Engineering
Hydraulics
Irrigation
Railways
RCC Structures Design
SI Units
Soil Mechanics and Foundation Engineering
Steel Structure Design
Strength of Materials
Structural Design Specifications
Surveying
Theory of Structures
Tunnelling
UPSC Civil Service Exam Questions
Waste Water Engineering
Water Resources Engineering
Water Supply Engineering